会议专题

QUANTITATIVE EVALUATION OF CHLORIDE INGRESS IN FLY ASH CONCRETE BY ELECTRON PROBE MICRO ANALYSIS (EPMA)

Chloride ingress in fly ash concrete was evaluated by the electron probe microanalysis (EPMA). Profile of characteristic X-ray strength for chlorine was obtained for fly ashconcrete by EPMA and used to calculate apparent diffusion coefficient of chloride ions. Alinear equation of characteristic X-ray strength and total concentration of chloride ions thatwas measured by a conventional acid extraction method was determined. Surface concent-ration of chloride ions was then determined. It was found that the profile of total concent-ration of chloride ions that was calculated with the apparent diffusion coefficient and surfaceconcentration of chloride ions was comparable to experimental results. Fly ash concrete usedfor concrete breakwater structure showed higher resistance against chloride ingress after 6.75years in service.

fly ash concrete chloride ingress EPMA calculated chloride profile

Sugiyama Takafumi Suzuki Kenta Kawakita Masahiro Shimura Kazunori

Division of Built Environment,Hokkaido University,Japan Prefecture Government of Ishikawa,Japan

国际会议

The International Conference on Durability of Concrete Structures(2008年混凝土结构耐久性国际学术会议)

杭州

英文

295-301

2008-11-01(万方平台首次上网日期,不代表论文的发表时间)